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    Revisiting Wilson’s Formulas for Simplified Wind-Wave Prediction

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2003:;Volume ( 129 ):;issue: 002
    Author:
    Yoshimi Goda
    DOI: 10.1061/(ASCE)0733-950X(2003)129:2(93)
    Publisher: American Society of Civil Engineers
    Abstract: A procedure for predicting the significant height and period of wind waves generated in a uniform fetch in deep water is presented in the closed-form expressions based on Wilson’s formulas, together with relevant design diagrams. Although Wilson’s formulas are relatively unknown in the United States, they are quite reliable. The relationship between the nondimensional minimum duration and the nondimensional fetch length is empirically expressed in a power law, which enables the analyst to judge whether the wave growth is limited by the wind duration or the fetch length. The correlation between the significant wave height and period also indicates the period approximately proportional to the 2/3 power of the wave height.
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      Revisiting Wilson’s Formulas for Simplified Wind-Wave Prediction

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    http://yetl.yabesh.ir/yetl1/handle/yetl/41469
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorYoshimi Goda
    date accessioned2017-05-08T21:10:25Z
    date available2017-05-08T21:10:25Z
    date copyrightMarch 2003
    date issued2003
    identifier other%28asce%290733-950x%282003%29129%3A2%2893%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41469
    description abstractA procedure for predicting the significant height and period of wind waves generated in a uniform fetch in deep water is presented in the closed-form expressions based on Wilson’s formulas, together with relevant design diagrams. Although Wilson’s formulas are relatively unknown in the United States, they are quite reliable. The relationship between the nondimensional minimum duration and the nondimensional fetch length is empirically expressed in a power law, which enables the analyst to judge whether the wave growth is limited by the wind duration or the fetch length. The correlation between the significant wave height and period also indicates the period approximately proportional to the 2/3 power of the wave height.
    publisherAmerican Society of Civil Engineers
    titleRevisiting Wilson’s Formulas for Simplified Wind-Wave Prediction
    typeJournal Paper
    journal volume129
    journal issue2
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(2003)129:2(93)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2003:;Volume ( 129 ):;issue: 002
    contenttypeFulltext
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